An experimental study on the effect of recycled aggregate on concrete properties
By J. Ryu. 2002
201 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/97e4d26cb0834eb772d0f5f6e0bba3f0a346c074
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Carbonation behaviour of recycled aggregate concrete (2015, methodology): “Ryu [39] produced concrete mixes with a w/c ratio of 0.”
- Carbonation of cement paste : Understanding, challenges, and opportunities (2016, background): “concrete has, in general, lower strength and durability compared to natural aggregate concrete [131, 135-137].”
- Comparative Tests of Beams and Columns Made of Recycled Aggregate Concrete and Natural Aggregate Concrete (2007, background): “Ryu (2002) revealed that the properties of RCA, including the quality and the content of mortar attached to the RCA, have no clear effects on the RAC carbonation.”
- Predicting strength of recycled aggregate concrete using Artificial Neural Network, Adaptive Neuro-Fuzzy Inference System and Multiple Linear Regression (2016, methodology): “In the present study, a total of 257 data sets was collected from fresh experiments performed by authors (Ajdukiewicz and Kliszczewicz, 2002; Tu et al., 2006; Ryu, 2002; Deshpande et al., 2014; Hansen and Narud, 1983; Rao et al., 2011; Yong et al., 2009; Akbari et al., 2011; Katz, 2003; Padmini et a”
- Recycled aggregate concrete – Mechanical behavior under uniaxial and triaxial compression (2014, background): “However, the obtained absorption results are smaller than other values in the literature [5,8].”
- Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach (2005, unknown): “These weaknesses of RA, including high porosity, high amount of cracks, high level of sulphate and chloride contents, high level of impurity and high cement mortar remains, will affect the mechanical performance of RAC [19].”
- Modeling compressive strength of recycled aggregate concrete by Artificial Neural Network, Model Tree and Non-linear Regression (2014, methodology): “A similar study concluded that using different recycled aggregates RA replacement ratios, W/C ratios and RAs with different strengths and different moisture conditions, the strength of RAC was about 10–25% lower than that of natural aggregate concrete (NAC) and thus 100% replacement of RA tends to l”
- Diversifying two-stage mixing approach (TSMA) for recycled aggregate concrete: TSMAs and TSMAsc (2008, background): “As RAC cannot achieve the designed requirements as that of normal concrete, the properties of concrete using recycled aggregate will exhibit a higher porosity, less density and higher absorption rate leading to poorer in strength and resistance to freezing and thawing than those made with virgin agg”